EXHIBITS 1 - 3.pdf

"General Decision Number: AZ20210009 01/01/2021

Superseded General Decision Number: AZ20200009

State: Arizona

Construction Type: Highway

Counties: Apache, Cochise, Gila, Graham, Greenlee, La Paz, Navajo and Santa Cruz Counties in Arizona.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021

CARP0408-007 07/01/2019

APACHE, COCHISE & SANTA CRUZ COUNTIES

Rates Fringes

CARPENTER (Including Cement Form Work).......................$ 28.08 12.74

* ENGI0428-004 06/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

Oiler Driver................$ 31.31 11.72

IRON0075-006 08/01/2019

Apache, Cochise, Gila, Graham, Greenlee, La Paz, Navajo Counties

Rates Fringes

Ironworker, Rebar................$ 27.80 19.05

Zone 1: 0 to 50 miles from City Hall in Phoenix or Tucson Zone 2: 050 to 100 miles - Add $4.00 Zone 3: 100 to 150 miles - Add $5.00 Zone 4: 150 miles & over - Add $6.50

SUAZ2009-002 04/23/2009

Rates Fringes

CARPENTER

Gila, Graham, Greenlee, La Paz & Navajo................$ 21.71 3.82

CEMENT MASON.....................$ 17.74 3.59

ELECTRICIAN......................$ 24.43 5.38

IRONWORKER, Rebar Santa Cruz county...........$ 21.75 13.59

LABORER

Asphalt Raker...............$ 14.97 5.88 Concrete Worker.............$ 13.38 4.50 Fence Builder...............$ 12.20 3.84 Flagger.....................$ 12.31 3.96 General/Cleanup.............$ 12.78 2.50 Guard Rail Installer........$ 12.20 3.84 Landscape Laborer...........$ 11.02 Water Blaster...............$ 14.90 2.90

OPERATOR: Power Equipment Backhoe < 1 cu yd...........$ 17.76 3.89 Compactor Self Propelled (with blade-grade operation.$ 22.53 6.57 Compactor Small Self Propelled (with blade-backfill, ditch operation)..$ 22.29 6.31 Concrete Pump...............$ 20.31 6.48 Crane (under 15 tons).......$ 22.98 4.26 Drilling Machine (including wells)...........$ 21.79 4.10 Grade Checker...............$ 23.41 6.54 Hydrographic Seeder.........$ 19.73 5.40 Mass Excavator..............$ 23.33 6.98 Milling Machine/Rotomill....$ 21.87 6.84 Power Sweeper...............$ 19.33 4.85 Roller (all types asphalt)..$ 17.46 5.58 Roller (excluding asphalt)..$ 19.23 5.09 Scraper (pneumatic tire)....$ 22.41 6.90 Screed......................$ 20.90 6.72 Skip Loader (all types 3 < 6 cu yd)....................$ 20.91 7.35 Skip Loader (all types 6 < 10 cu yd)...................$ 22.24 6.83 Skip Loader < 3 cu yd.......$ 17.97 6.60 Tractor (dozer, pusher-all)........................$ 22.53 6.47 Tractor (wheel type)........$ 24.62 7.57

PAINTER..........................$ 13.94 2.56

TRUCK DRIVER

2 or 3 axle Dump or Flatrack....................$ 16.17 4.24 Oil Tanker Bootman..........$ 21.94 Pickup......................$ 12.88 1.73 Water Truck < 2500 gal......$ 19.59 5.90 Water Truck > 3900 gal......$ 18.70 4.79 Water Truck 2500 < 3900 gal..$ 17.13

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications;

however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

CONSTRUCTION RFQ SOL NO: 12837121Q0019

UNIT: PRESCOTT NATIONAL FOREST

PROJ NAME: SUPERVISOR’S OFFICE/CHINO VALLEY RD REPLACE WINDOWS

EXHIBIT 2

TONTO NATIONAL FOREST

FOREST ROAD PAVEMENT PRESERVATION

SPECIFICATIONS

SUPPLEMENT TO THE FP-14 SPECIFICATIONS

TONTO NATIONAL FOREST PAVEMENT PRESERVATION SPECIFICATIONS (2020)

Tonto National Forest

Pavement Preservation Projects

INDEX

800 Definitions and Abbreviations 5 pages

801 Quantity Measurement Terms 2 pages

814 Asphalt Surface Maintenance 3 pages

END OF SPECIFICATION INDEX

FOREST ROADS MAINTENANCE IDIQ – INDEX PAGE 1

SECTION 800 - DEFINITIONS AND ABBREVIATIONS 800.1

DEFINITIONS

Wherever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

1. Agreed or Approved - Official agreement or approval by use of a written document issued by the Government. Agreements also require signature of Service Provider's

Representative and are dated.

2. Base course - The layer or layers of material placed on a subbase or a subgrade to support a surface course. (See Illustration of Road Maintenance Terms.)

3. Berm - A curb or dike that controls roadway runoff water, or delineates traffic direction.

4. Broad based dip - A shallow ditch placed across the roadbed to remove water from the roadbed surface that can be driven across by high clearance vehicles; usually placed diagonal to the centerline.

5. Catch Basin. The area immediately adjacent to inlet invert of the culvert.

6. Channel. A natural waterway leading into or away from a culvert or bridge.

7. Cross ditch. A shallow ditch placed across the roadbed to remove water from the roadbed surface that can be driven across by full-size pickups or other high clearance vehicles; usually placed diagonal to the centerline.

8. Culvert. Any structure that provides a passageway, drain, or waterway under a road or embankment.

9. Leadoff ditch. A ditch used to remove water from roadside drainage ditches, the roadway, cattle guards, or drainage structures such as culverts and drainage dips.

10. Ditch. A relatively long narrow excavation placed to collect or disperse water.

11. Drainage dip. A drainage structure that was previously constructed within the roadbed surface to form a uniform depression that allows routine passage of vehicles while diverting water from the traveled way.

12. Drainage ditch. A ditch located parallel to and abutting the roadbed.

13. Drainage structure. A term identifying manufactured devices placed to control water movements.

14. Drawings. Illustrations showing details of required work.

800 – DEFINITIONS & ABBREVIATIONS PAGE 1

15. Equipment. All machinery, operating supplies and tools necessary for the proper performance and acceptable completion of the work.

16. Excess Material. Material from the roadway in excess to that needed for maintenance of roadway.

17. Fore Slope. The slope of the ditch section nearest to the traveled way.

18. Grade. The vertical alignment of the top surface of the road.

19. Highway Vehicles. Vehicles such as, passenger cars and high clearance vehicles.

20. High Clearance Vehicles. Vehicles such as, pickups, 4x4s, and log trucks.

21. Hydrologic Function. Physical properties of the occurrence and movement of water on the earth’s surface and in particular that part which crosses transportation systems.

22. Materials. Any substances specified for use in the performance of the work.

23. Measurement. The process of identifying the dimensions, quantity, or capacity of an item.

24. Nominal Dimensions or Weights. The numerical values shown on the drawings or in the specifications as measurements for the work.

25. Original Contract Quantities. Those estimated quantities shown in the Schedule of

Items as awarded.

26. Patching. Minor repairs.

27. Paved Surface or Pavement. Denotes asphalt, concrete, or other stabilized materials excluding natural aggregates. Dust palliative treatments are not considered as pavement.

28. Right-of-Way. A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private Lands), or (2) real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

29. Roadbed. The portion of a road between the intersection of the subgrade and side slopes, excluding that portion of the ditch below the subgrade.

30. Schedule of Items. A schedule in the contract that contains a listing and description of maintenance items, quantities, units of measure, methods of measurement, unit price, and amount.

31. Shoulder. The portion of the roadway continuous to the traveled way for accommodation of stopped vehicles, emergency use, and lateral support of travel way structure.

800 – DEFINITIONS & ABBREVIATIONS PAGE 2

32. Slough or Slide. Material deposited on the roadway that may need to be repositioned or removed.

33. Slump. A localized portion of the roadbed that has slipped, or otherwise become lower than the adjacent roadbed, and constitutes a hazard to traffic.

34. Standard Specifications. Specifications for all divisions of work.

35. Subgrade. Top surface of roadbed upon which the pavement structure, shoulders, and curbs are constructed.

36. Traveled Way. The portion of the roadway designated for the movement of vehicles, exclusive of shoulders but including turnouts and curve widening.

37. Turnouts. A short auxiliary lane on a one-lane road provided for passage of meeting vehicles.

38. Unit of Measure. The unit and fractions of units shown in the Schedule of Items.

39. Unsuitable Material. Material removed during maintenance, which must be disposed of in designated locations. Includes material with substantial amounts of vegetation or other objectionable material.

40. Water Bar. A deeper type cross ditch, which is not intended for standard passenger vehicles.

41. Work Schedule. The Service Provider's current schedule for work progression.

800 – DEFINITIONS & ABBREVIATIONS PAGE 3

800.2.1 ABBREVIATIONS

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

(Reference to a specific standard or specification shall mean the latest addition or amendment thereto in effect on date of Invitation for Bids.)

AASHTO – American Association of State Highway and Transportation Officials.

ASTM – American Society for Testing and Materials.

EPA – Environmental Protection Agency.

FAR – Federal Acquisition Regulation System.

FED SPEC – Federal Specifications.

FP-14 – Standard Specifications for Construction of Roads and Bridges on Federal

Highway Projects.

FSSS- Forest Service Supplemental Specifications

MSHA – Mine Safety Health Administration. MUTCD –

Manual of Uniform Traffic Control Devices. NBS –

National Bureau of Standards. OSHA – Occupational

Safety and Health Act.

800 – DEFINITIONS & ABBREVIATIONS PAGE 4

ILLUSTRATION OF ROAD MAINTENANCE TERMS.

800 – DEFINITIONS & ABBREVIATIONS PAGE 5

SECTION 801 QUANTITY MEASUREMENT TERMS

1. U.S. Customary Units of measure are used in conjunction with these specifications.

2. The methods of measurement and computation will be those necessary to accurately determine the quantities of materials furnished and work performed.

3. All items, which are measured by the feet, will be measured parallel to its longitudinal centerline, unless otherwise shown on the drawings.

4. A station when used as a definition of term or measurement will be one hundred feet, or a precise location along a survey line.

5. Miles will, in the absence of known distances from existing plans or surveys, be determined by the Government using a calibrated survey odometer or equal substitute operated on the traveled way at or parallel to road centerline.

6. The term "ton" means 2000 pounds. Trucks used to haul material measured by truck weight shall be weighed empty at least once daily, and each truck shall bear a plainly legible identification mark. Weigh tickets furnished by the Contractor from certified scales will be used to determine weight measurements.

7. Materials measured by the cubic yard in the hauling vehicle shall be measured therein at the point of delivery. Vehicles may be of any size or type, provided that the box is of such shape that the actual volume may be readily and accurately determined.

8. Measurement by the acre will use the length and width treated.

Measurement of width will approximate significant slope breaks, but will not include minor deviations along the slopes. The measured slope distance for the length will multiply width treated and converted to a standard 10,000 square yard or acreage value of the surface area treated.

9. Measure square yard with horizontal longitudinal and traverse measurements.

10. The term "lump sum" when used in the Schedule of Items means the complete unit as required by or described in the contract.

11. Measurement will be made of each item or unit of work, as shown in the Schedule of Items, completed and accepted in accordance with the contract provisions, specifications, and drawings.

801 – QUANTITY MEASUREMENT TERMS PAGE 1

SECTION 814 - ASPHALT SURFACE MAINTENANCE

814.01 SERVICE REQUIRED

Asphalt repair by slurry sealing, asphalt patching, and crack sealing of existing pavement shortcomings and failures or for the preventive maintenance needs of road travel ways, and cleaning of pavement surfaces along with the maintenance of striping on all asphalt surfaced roads or striping of parking areas.

814.02 PERFORMANCE STANDARD

This work is complete when the pavement is clean and free of cracks, potholes, and surface irregularities. Contractor shall use American Association of State Highway and

Transportation Officials (AASHTO) mix design requirements for all paving work unless otherwise specified in task order. All joints shall be tacked and sanded.

Slurry seal shall conform to AASHTO PP-87 standard.

Asphalt/paving work shall follow industry standards as outlined in the Asphalt Institute Manual

Series Number 16.

Asphalt road surface cleaning will completely remove debris from pavement surfaces as designated. Contractor to collect the debris and dispose of it off the roadway as appropriate.

Do not sweep around any debris. Do not blow debris onto traffic lanes. Debris is defined as dirt and other matter not part of the paved road surface.

Furnish equipment and tools capable of dislodging crusted debris from road surfaces and removing and collecting materials from roadway. Provide highly visible omni-directional flashing warning lights on work vehicles. Equipment must have a water tank with adequate spray assemblies for dust control and a dirt hopper with sufficient capacity to allow progress with minimum interference to traffic. Provide other types of cleaning and sweeping equipment, including hand tools, when required.

Striping maintenance is complete when all striping has been completed as described within scope and within the Acceptable Quality Levels defined in this specification.

Striping shall conform to standards set forth by MUTCD, ADA, and Forest Service specs found in EM7100-15 Sign and Poster Guidelines for the Forest Service.

814.03 LOCATION OF WORK

As specified on parking areas and roads listed within the project, or as ordered by the Contracting Officer.

814.04 MEASUREMENT

Measurement under this Section will be made by the total number of units for each item listed in the SCHEDULE OF ITEMS completed and accepted for each project.

814 – ASPHALT SURFACE MAINTENANCE PAGE 1

814.05 PAYMENT

The accepted quantities will be paid at the contract price per unit of measurement. Payment will be full compensation for the work prescribed in this Section.

Pay Item Pay Unit

814(1) Asphalt Patching Ton

814(2) Crack Sealing Parking Lots SF

814(3) Crack Sealing Access Drives Mile

814(4) Paved Surface Cleaning Mile

814(5) Paved Surface Cleaning SF

814(6) Parking Lot Slurry Seal SF

814(7) Access Drive Slurry Seal Mile

814(8) Parking Lot Striping LF

814(9) Painted Directional Lines EA

814(10) Two-Colored Painted Handicap Emblems EA

814 – ASPHALT SURFACE MAINTENANCE PAGE 2

814.06 ACCEPTABLE QUALITY LEVELS

Description

Major Minor Allowable Defects Required Action

Defect

Defect

Major

Minor

Major

Minor

Finished elevation does not match adjoining segments by more than 1/4 N/A 0 N/A Rework N/A

Asphalt Patching inch

Patched material does not properly N/A 0

N/A

Rework adhere to adjacent surfaces

Area to be patched is not properly prepared

Finished slurry seal does not make smooth transition with adjoining N/A 0 N/A Rework N/A pavement.

Slurry Seal Coating

Slurry seal does not have visible sandy/aggregate material upon placement.

Slurry seal is on curbing and wheel stops after placement

Crack Sealant does not completely fill Crack Sealant does not the cracks greater than 1/4 inch completely fill the cracks 1/4 0 1 ft per 500 ft Rework Rework

Crack Sealing inch or less

Crack sealant does not properly adhere to adjacent surfaces

Area to be sealed is not properly prepared

More than 5% of surface is not Less than 5% of surface is

Accept but may

Surface Cleaning cleaned as specified not cleaned as specified 0 1 per 500 ft Rework reduce payment

Product and gradation does not meet Product and gradation does Reject and

Reject and

Asphalt Quality Specifications and is not suitable for not meet Specifications but 0 0 replace replace job. is otherwise suitable for job.

Parking Lot and

Striping does not meet the standards set forth in MUTCD, ADA

Road Travel way

N/A

Requirements or Forest Service 7100-

Surface Striping

* Forests has the option to choose a pay reduction in lieu of rework. However, the Forest must establish a threshold where rework is required and define pay reductions for each defect.

Intent and use: User to establish threshold for the acceptable level of quality.

814 – ASPHALT SURFACE MAINTENANCE PAGE 3